State profile · Below national median SD

Arkansas bridge safety

Condition ratings, load ratings, and structural-deficiency data for every public highway bridge in Arkansas — drawn straight from the FHWA National Bridge Inventory.

5,544
Public bridges
41.8%
Good condition
4.7%
Poor condition
4.7%
Structurally deficient

Total Bridges

5,544

Public highway bridges in Arkansas

Good Condition

41.8%

2,317 bridges rated 7-9

-8.2pp vs 50% benchmark

Poor Condition

4.7%

261 bridges rated 0-4

Structurally Deficient

4.7%

261 bridges flagged for repair priority

-2.3pp vs national avg 7.0%

Arkansas vs national bridge condition

Arkansas — Good condition share 41.8%
National avg

Share of bridges rated 7-9 on the FHWA 0-9 scale (deck, superstructure, substructure all good).

Arkansas — Structurally deficient share 15.7%
National avg

Lower is better. Bar maxes at 30% (worst-state ceiling). National average sits at 7.0%.

Arkansas vs nearby ranks

Adjacent states on the structurally deficient leaderboard (lower share = better)

States are ranked by share of bridges flagged structurally deficient — the FHWA classification for any span where deck, superstructure, or substructure carries a condition rating of 4 or below. Lower percentages indicate stronger maintenance funding and inspection follow-through. States here sit immediately above and below Arkansas on the same metric.

34

New Jersey

4.59% top marginal rate
Structure
Progressive
Burden @ $100K
$6,796

06

California

4.60% top marginal rate
Structure
Progressive
Burden @ $100K
$27,040
Selected

05

Arkansas

4.71% top marginal rate
Structure
Progressive
Burden @ $100K
$5,544

53

Washington

4.81% top marginal rate
Structure
Progressive
Burden @ $100K
$8,808

18

Indiana

4.94% top marginal rate
Structure
Progressive
Burden @ $100K
$18,630

Bridges Needing Most Attention in Arkansas

Six lowest-condition bridges in Arkansas, ranked by composite NBI rating. Each is inspected at least every 24 months.

All Bridges in Arkansas

SH 22-Logan Co.

Fair

Over: East Fork Hagwood Creek

4.1 MI EAST JCT HWY 309, Logan, AR

Built 1928 Load: 23.6 t ADT: 7,589

State Highway 22

Fair

Over: PeDee Creek-Logan Co.

4.7 MI E JCT 109@ SUBIACO, Logan, AR

Built 1928 Load: 23.6 t ADT: 2,800

SH 22

Fair

Over: Mill Creek-Logan Co.

3.4 MI E JCT SH 197, Logan, AR

Built 1928 Load: 23.6 t ADT: 2,400

State Highway 22

Fair

Over: Creek-Logan Co.

1.38 MI E OF FRANKLIN CO, Logan, AR

Built 1928 Load: 23.6 t ADT: 4,400

State Highway 23

Fair

Over: Wilma Branch - Logan Co.

0.75 MI WEST OF SH 116, Logan, AR

Built 1948 Load: 23.6 t ADT: 1,700

State Highway 23

Fair

Over: Coal Creek-Logan Co.

0.6 mi N Jct Hwy 10, Logan, AR

Built 1930 Load: 23.6 t ADT: 3,200

I-40 Log 183.99

Fair

Over: BUCK CREEK

1.25 MI E OF JCT SH 13, Lonoke, AR

Built 1963 Load: 23.6 t ADT: 33,125

US 67 Log 1.02

Fair

Over: WHITE OAK BRANCH

0.5 MI NE OF SH 5, Lonoke, AR

Built 1969 Load: 23.6 t ADT: 38,000

SH 16 Madison Co

Fair

Over: DITCH

.34 MT SE WASHINGTON CO, Madison, AR

Built 1965 Load: 23.6 t ADT: 1,600

SH 16 Madison Co

Fair

Over: Creek

5.14 E JCT SH 16 & 23, Madison, AR

Built 1950 Load: 23.6 t ADT: 500

U.S. 412 Madison

Fair

Over: CREEK

0.1 MI SW JCT SH127&US412, Madison, AR

Built 1950 Load: 23.6 t ADT: 7,800

U.S. 412 Madison

Fair

Over: DITCH

3.4 MI E JCT SH127&US412, Madison, AR

Built 1951 Load: 23.6 t ADT: 6,400

Madison Co SH 74

Fair

Over: DITCH

1.8 MI W JCT US 412 & 74, Madison, AR

Built 1962 Load: 23.6 t ADT: 2,100

US 412 Madison

Fair

Over: BRANCH

8.3 M E WASHINGTON CO, Madison, AR

Built 2012 Load: 23.6 t ADT: 12,000

SH 206 Marion

Fair

Over: SHAKE RAG CREEK

0.78 MI E of SH 14, Marion, AR

Built 1994 Load: 23.6 t ADT: 190

BROAD ST. -D -0.36

Fair

Over: NIX CREEK (CITY)

0.1 MI SW OF JCT US 82&67, Miller, AR

Built 1972 Load: 23.6 t ADT: 3,333

US 71 SEC.02-13.32

Fair

Over: ABANDONED RR-NO RAILS

1.35 MI. N. OF HWY245 JCT, Miller, AR

Built 1929 Load: 23.6 t ADT: 6,600

US 82 SEC.01-14.42

Fair

Over: DITCH

14.5 MI E JCT US 67 & 82, Miller, AR

Built 1948 Load: 23.6 t ADT: 3,700

SH 296 SEC.01-6.85

Fair

Over: FINN BAYOU

7.0 MI E JCT SH 67 & 296, Miller, AR

Built 1964 Load: 23.6 t ADT: 280

I 49 - 21- 26.98

Fair

Over: Hooker Branch

0.4 MI. N. HWY. 237 JCT., Miller, AR

Built 2001 Load: 23.6 t ADT: 12,000

I-55SB-12-LM 53.43

Fair

Over: DITCH NO 40

0.5 MI NO SH 158, Mississippi, AR

Built 1962 Load: 23.6 t ADT: 11,000

I-55SB-12-LM 54.57

Fair

Over: DRAINAGE DITCH NUMBER 31

1.6 MI NO JCT SH 158, Mississippi, AR

Built 1960 Load: 23.6 t ADT: 11,000

I-55SB-12-LM 57.99

Fair

Over: DRAINAGE DITCH NUMBER 6

.55 MI NO OF SH 148, Mississippi, AR

Built 1960 Load: 23.6 t ADT: 11,000

I-55 SB-12- 60.29

Fair

Over: DRAINAGE DITCH NO. 20

2.8 MI NO JCT SH 148, Mississippi, AR

Built 1960 Load: 23.6 t ADT: 11,000

I 55-12SB-LM 44.54

Fair

Over: UPPER SANDY BAYOU

0.1 MI NO JCT SH 181, Mississippi, AR

Built 1962 Load: 23.6 t ADT: 12,500

I-55NB-12-LM 28.92

Fair

Over: DITCH NO 1

1.00 MI N CRITTENDEN CO, Mississippi, AR

Built 1960 Load: 23.6 t ADT: 10,000

I-55NB-12-LM 53.44

Fair

Over: DITCH NO 40

0.56 MI N OF SH 158, Mississippi, AR

Built 1962 Load: 23.6 t ADT: 11,000

I-55NB-12-LM 54.58

Fair

Over: DITCH NO 31

1.7 MI N SH 158, Mississippi, AR

Built 1960 Load: 23.6 t ADT: 11,000

I-55NB-12-LM 58.00

Fair

Over: DITCH NO 6

0.56 MI N OF SH 148, Mississippi, AR

Built 1960 Load: 23.6 t ADT: 11,000

I-55NB-12-LM 60.30

Fair

Over: DITCH NO 20

2.87 MI N JCT SH 148, Mississippi, AR

Built 1960 Load: 23.6 t ADT: 11,000

I-55NB-12-LM 44.55

Fair

Over: UPPER SANDY BAYOU

0.1 MI NO JCT SH 181, Mississippi, AR

Built 1962 Load: 23.6 t ADT: 12,500

Sh-1/Sec-6/L-6.24

Fair

Over: Cypress Creek

1 Mile Ne Jct Sh 17 & 1, Monroe, AR

Built 1956 Load: 23.6 t ADT: 1,300

Sh-17/Sec-2/L-1.62

Fair

Over: Creek

1.62 Mi No Of Us 79 East, Monroe, AR

Built 1947 Load: 23.6 t ADT: 700

Sh-17/Sec-2/L-2.15

Fair

Over: Waterway

2.15 Mi North Jct Us 79, Monroe, AR

Built 1947 Load: 23.6 t ADT: 700

US 371- 05- 24.60

Fair

Over: CREEK

3.87 MI NO OF COLUMBIA CO, Nevada, AR

Built 1954 Load: 23.6 t ADT: 1,600

US 371 - 05- 24.40

Fair

Over: CREEK

4.09 MI NO OF COLUMBIA CO, Nevada, AR

Built 1954 Load: 23.6 t ADT: 1,600

US 371 - 05 -18.70

Fair

Over: CREEK

0.9 MI S JCT U.S. 278, Nevada, AR

Built 1928 Load: 23.6 t ADT: 1,700

SH 24 SEC.05-11.14

Fair

Over: DITCH

11.25 M E OF US 67, Nevada, AR

Built 1947 Load: 23.6 t ADT: 720

US 371- 05- 13.53

Fair

Over: LITTLE CANEY CREEK

3.43 MI N JCT SH 4 & 371, Nevada, AR

Built 1967 Load: 23.6 t ADT: 1,200

CR 32/5050 Newton

Fair

Over: RICHLAND CREEK

6.83 mi E of SH123, Newton, AR

Built 1935 Load: 23.6 t ADT: 190

SH 9 S-1 LM8.03

Fair

Over: CHAPEL CREEK

0.02 MI S DALLAS CO LINE, Ouachita, AR

Built 1953 Load: 23.6 t ADT: 1,987

SH 7 S-4 LM 2.10

Fair

Over: PALMER BAYOU

2.13 MI N JCT US 79B, Ouachita, AR

Built 1950 Load: 23.6 t ADT: 1,100

SH 7 S-4 LM 7.76

Fair

Over: FREEO CREEK

7.76 MI N JCT US 79B, Ouachita, AR

Built 1954 Load: 23.6 t ADT: 903

SH 24 S-6 LM 10.40

Fair

Over: BRAGG LAKE SPILLWAY

7.32 MI NW JCT SH 4, Ouachita, AR

Built 1956 Load: 23.6 t ADT: 1,700

SH 60

Fair

Over: Ditch

4.3 M E OF SH 9, Perry, AR

Built 1947 Load: 23.6 t ADT: 2,100

Sh-85/Sec-1/L-2.76

Fair

Over: Drainage Ditch

2.75 Mi So Jct Us 49 & 85, Phillips, AR

Built 1991 Load: 23.6 t ADT: 817

C.R. 31 EAST FARM

Fair

Over: BUFFALO CREEK

3.5 MI. SO. OF ANTOINE, Pike, AR

Built 2005 Load: 23.6 t ADT: 88

SH 19 SEC.07-5.35

Fair

Over: CREEK

5.5 MI NO OF JCT SH 27, Pike, AR

Built 1960 Load: 23.6 t ADT: 850

CR 5/MUDDY FORK RD

Fair

Over: ELAM CREEK

2.68 MW JCT SH 27, Pike, AR

Built 1984 Load: 23.6 t ADT: 264

SH 14-13- LM 0.05

Fair

Over: SLOUGH

0.5 MI E OF JACKSON CO, Poinsett, AR

Built 1952 Load: 23.6 t ADT: 2,800

Showing 1,651-1,700 of 5,544 bridges

Data sourced from the FHWA National Bridge Inventory (NBI), latest released cycle. See our methodology for details. Retrieved and formatted by PlainBridges Editorial.

Disclaimer: This information is provided for informational purposes only and does not constitute professional advice. Data is sourced from the FHWA National Bridge Inventory (NBI). A "structurally deficient" rating is a repair-priority signal, not a closure or unsafe-to-cross designation. Consult a qualified civil engineer before making decisions based on this data.